HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED J
BY zip 00'® 9
St Lucie County AVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED July 6, 2018
PERMIT # 1712-0727
KSM JOB # : 182231-1 d/MH/cv
�ScejvFo
CONTRACTOR Wynne Development
JOB LOCATION 13943 Brazil Court perm. 2 3 ?010
Itting
Spanish Lakes Fairways St. c" a epa Ment
Fort Pierce, Florida tv
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 50
105.9 110.2
96.1
2.
S. E.
If
50
106.8
96.9
3.
Center
It50
105.3 '°
95.6
4.
N.W.
it 50
107.2
97.3
5.
S.W.
of50
106.1
96.3
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
8.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.2 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Mir``I•pjuml Rqq fired
<,f:biaEed( (�ct�tion.
n to Natural Grade
Re etf itfUd:
r�vrr
pAn
nt
E
I
G
H
T
P
C
F
D
R
Y
Moisture - IN, of Dry Weight
ti`Lucie County Building Department
��panishlakes.com
,Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
07/09/2018 15:59 7725896469 KSM ENGINEERING PAGE 01/02
KELLER, SCHLEICHER & MaeWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 837-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEI3ASTIAN (772) 589.0712
PALM BEACH (661) 845-7445 ' ' MELBOURNE
FAX (561] 845-8876 www•ksmengineering.net (321) 7fi8-8488
C.A.: 5693 E-Mall. KSMOKSMENGINEERING.NEr ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE. TESTED : July 6, 2018
KSM JOB*: 182231 •-1 d/MH/cv
PERMIT # : 1712-0727
CONTRACTOR : Wynne Development
aEceveo
JOB LOCATION 13943 Brazil Court
A1L 0 g 7010
Spanish Lakes Fairways
Fort Pierce, Florida
permitting Luc1e Comment
ounty
ITEM TESTED COm acted Foundation Fill
TEST LOCATION DEPTH *PEN
DRY MAX. DRY PERCENT
OF SAMPLE READ 'DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 50
105.9 110.2 96.1
2. S.E. it 50
106.8 it 96.9
3. Center 50
105.3 of 95.6
4. N.W. " 50
107.2 " 97.3
5. 5. W. 50
106.1 96.3
Soil Description:
Brawn Sand with
111,0 I I I I 1
Shelf Fragments
W
In Place Moisture:
` 1 1 f I I
8.3 Percent E
I f I I I I
G
110.b
Optimum Moisture:
12.0 Percent T
Max. Dry Density: P
I l I
110,2P.C.F.
109.0.1--..�.I_
@ Test Locations The c
I I I I E f
I I I I
Density & Penetrometer F
I
I I I f I
Readings Indicate the
Degree of Compaction Meets
108,0 ._ �-,f.—••-- ---•. T..•_..j--_,
MiN1Pcv nlFjq!j,), Fred p
L- fl tion. R
I I I I f I
y• 't\ den to Natural ISrade. Y
107.b ..�.. �-..
•
i• r..-....��.._h
9 10 11 12 13 14 15
Moisture - % of Dry Weight
'Jul - .... �.
r '
ucie County Building -Department
panishlakes.com
I I t
Fioneld tz, Keller, P.E.: 37293 / Sl Lic. No.: 8F,i0 / Jijlip F. Kr,11Pr PF - Fqstnaa